Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon24 Dec 2024
Tender Amount₹ 13,20,60,000
Costs
EMD
₹ 26,40,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Work In One And Half Lane From Chainage 0.00 To Chainage 8.425 Of
Description
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Contact
Tender Id
2024_CEUFZ_972394_3Tender No
2859/1com-sul.Ame.cir/2024-25 Date-25-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver. complete as per MoRTH clause 406
1222.4
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Providing, laying, spreading and compacting graded Sukrut stone aggregate to Stablised wet mix macadam ETA (WMM + 1 % Cement+3.5 % Bitumen Emulsion) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver. complete as per MoRTH clause 406
4967
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C.
40737.5
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Providing and laying bituminous concrete 30/40 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction As per MORTH specification clause No.-507 complete in all respects
1624.5
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with M-40, 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MoRTH Specification-602
1633.5
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.-300-2. As per MoRTH Spc. 305
5850
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Construction of Hume Pipe culverts Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1
312.57
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Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per DAR 4.1.8
14.54
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Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2
63.64
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Supply of 350 NP3 pipe as per MORTH 9.3, 1100
145
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Supply of 600 NP3 pipe as per MORTH 9.3, 1100
70
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Supply of 1000 NP3 pipe as per MORTH 9.3, 1100
45
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Laying & fixing of 350 NP-3 pipe with collers As per MORD 9.3, 1100
145
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Laying & fixing of 600 NP-3 pipe with collers As per MORD 9.3, 1100
70
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Laying & fixing of 1000 NP-3 pipe with collers As per MORD 9.3, 1100
45
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Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1
112.46
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Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1
246.22
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12mm cement plaster in 1:4 cement & coarse sand mortar. As per DAR 13.4.1
13.86
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Construction of U-Type drain in abadi portion (450x450 MM)
Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301
1600
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Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-2100
200
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Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500
580
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600
35000
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Construction of RCC Box Culvert -2Nos.(3x2mx3m)
Dismentalling brick work or stone work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 692
125
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For Dewatering during Construction by 10 HP Dewatering pump.
3000
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MoRT&H Specification. S.I. No.-12.1 & Clause 304
1200
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-40
130
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-20
100
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)
140
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Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25)
50
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Reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-30)
90
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Reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-30)
83
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Providing concrete for reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (c) & Clause 1500,1600 & 1700 (M-30)
177.5
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600
13000
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Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200
10000
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Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600
16000
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Provinding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. As per MoRT&H S.I. No.-15.4 & Clause 2504
230
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification.
120
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
35
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Providing Weapholes in brick masonry/stone masonry, plain/Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7
140
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Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification
48
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S/F KM Stone,Hecto-stone, etc complete work
8.42
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05 Year Maintenance Cost 2nd Year Maintenance Cost @0.25% on Construction Cost
1
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3rd Year Maintenance Cost @0.50% on Construction Cost
1
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4th Year Maintenance Cost @0.75% on Construction Cost
1
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5th Year Maintenance Cost @1.00% on Construction Cost
1
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